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Specific Water Well Detail |
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| Location Info | |||
| Owner: Garden City Co. | Status: Constructed | ||
| Location: T23S, R34W, Sec. 26, SW NW SW | County: Finney | ||
| Directions: from Holcomb, 1.75 mi W and 2.5 mi N | |||
| Latitude: 38.0224255 | Longitude: -101.0278894 | Datum NAD 27 | |
| Latitude: 38.0224492 | Longitude: -101.0283336 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 315 ft. | Elevation: ft. | |
| Static Water Level: 159 ft. | Est. Yield: 980 gpm. | |
| Comp. Date: 15-Dec-1980 | Well Use: Irrigation | |
| DWR Applic. #: 7193 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 215 ft to 315 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 30 ft. | brown sandy clay caliche | |
| From: 30 ft. to 40 ft. | sand fine to med small gravel | |
| From: 40 ft. to 120 ft. | brown clay and few sand stk | |
| From: 120 ft. to 143 ft. | sand fine to med clay stk | |
| From: 143 ft. to 173 ft. | brown sandy clay and few sand stk | |
| From: 173 ft. to 190 ft. | sand fine to med coarse | |
| From: 190 ft. to 210 ft. | sand fine to med coarse small gravel | |
| From: 210 ft. to 230 ft. | sand fine to med coarse small to med gravel | |
| From: 230 ft. to 240 ft. | brown clay lime rock ledges and few fine sand stk | |
| From: 240 ft. to 255 ft. | sand fine to med few coarse and clay stk and lime rock ledges and few small gravel | |
| From: 255 ft. to 263 ft. | sand fine to med | |
| From: 263 ft. to 271 ft. | sand fine small clay and lime rock stk | |
| From: 271 ft. to 285 ft. | sand fine to med coarse small gravel | |
| From: 285 ft. to 291 ft. | brown sandy clay and fine sand stk | |
| From: 291 ft. to 300 ft. | sand fine small and clay stk | |
| From: 300 ft. to 312 ft. | sand fine to med coarse small brown gravel and few white rock | |
| From: 312 ft. to 324 ft. | limestone and soapstone | |
| From: 324 ft. to 415 ft. | weathered shale and limestone ledges started getting harder at 360 feet | |
| From: 415 ft. to 447 ft. | Dakota white and tan drills loose in places lost circulation at 416 feet | |
| From: 447 ft. to 500 ft. | shale and limestone ledges, very hard at 452 feet to 454 feet | |
| From: 500 ft. to 520 ft. | shale, Dakota stk and soapstone | |
| From: 520 ft. to 527 ft. | shale limestone ledges | |
| From: 527 ft. to 546 ft. | Dakota and shale stk, lost circulation at 527 feet | |
| From: 546 ft. to 600 ft. | shale and few Dakota stk and lime stone ledges | |